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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: 180570000911403,  Location: 0.3 Mi W of IH 45 (Lat: 32.776144,  Lng: -96.786275),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 WB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.734,  Material/Design: Concrete continuous,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 180570000911404,  Location: 1.55 Mi W of IH 45 (Lat: 32.768531,  Lng: -96.805103),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 81,190 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 113,660 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E SB Conn
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 5.335,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 108.50m (355.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $303,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911404,  Location: 1.55 Mi W of IH 45 (Lat: 32.768531,  Lng: -96.805103),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 44,790 (year 2012),  Truck Traffic: 12%,  Features Intersected: IH 35E SB Conn,  Facility Carried by Structure: IH 30 EB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 5.335,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 180570000911405,  Location: 1.5 Mi W of IH 45 (Lat: 32.768892,  Lng: -96.802878),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 13.66m (44.82ft),  Average Daily Traffic: 16,230 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,730 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E NB Conn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.434,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911405,  Location: 1.5 Mi W of IH 45 (Lat: 32.768892,  Lng: -96.802878),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 44,790 (year 2012),  Truck Traffic: 12%,  Features Intersected: IH 35E NB Conn,  Facility Carried by Structure: IH 30 Conn D
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 5.434,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 180570000911406,  Location: 0.65 Mi E of IH 45 (Lat: 32.781250,  Lng: -96.771786),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: Second Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.877,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911407,  Location: 0.6 Mi E of IH 45 (Lat: 32.780878,  Lng: -96.770847),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: Third St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.845,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911408,  Location: 0.8 Mi E of IH 45 (Lat: 32.782681,  Lng: -96.770083),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.134,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: 180570000911409,  Location: 0.9 Mi E of IH 45 (Lat: 32.783053,  Lng: -96.769122),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: Esposition St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.327,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057000091141,  Location: 0.3 Mi E of IH 45 (Lat: 32.782933,  Lng: -96.769228),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 120.52m (395.41ft),  Average Daily Traffic: 96,380 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 134,930 (year 2033),  Design Load: HS 20,  Features Intersected: SH 352, Exposition, etc.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.365,  Lanes on structure: 5,  Lanes under structure: 29,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 66,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911468,  Location: IH30 / PGBT interchange (Lat: 32.863683,  Lng: -96.555014),  Route carried "on" structure: Ramp Other road 190,  Year Built: 2012,  Status: Open,  Structure Length: 24.63m (80.81ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,900 (year 2036),  Design Load: HS 20,  Features Intersected: Lake Ray Hubbard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2016,  Underwater Inspection Date: September 2013,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057000091148,  Location: 1.8 Mi W of LP 12 (Lat: 32.794306,  Lng: -96.712211),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Status: Open,  Structure Length: 0.36m (1.18ft),  Average Daily Traffic: 78,615 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,060 (year 2030),  Design Load: HS 20,  Features Intersected: Hunnicut Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.022,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 189.0m (620.1ft),  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: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 2.1m (6.9ft)

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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911485,  Location: IH 35E NBFR @ IH 30 EB (Lat: 32.766194,  Lng: -96.803947),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 21.47m (70.44ft),  Average Daily Traffic: 38,200 (year 2016),  Average Future Daily Traffic: 58,500 (year 2046),  Design Load: HL 93,  Features Intersected: RIVERFRONT BLVD & DRNG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570000911485,  Location: IH 35E NBFR @ IH 30 EB (Lat: 32.766294,  Lng: -96.803297),  Year Built: 2017,  Structure Length: 0. m,  Features Intersected: IH 35E to IH 30 EB CONN
Minimum Vertical Clearance: 0.61m (2.00ft),  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 180570000911486,  Location: 1.5 Mi W of IH 45 (Lat: 32.768600,  Lng: -96.803672),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2016,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 81,190 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 113,660 (year 2033),  Features Intersected: IH 35E NB - IH 30 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: 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: September 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911486,  Location: 1.5 Mi W of IH 45 (Lat: 32.768600,  Lng: -96.803672),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 44,790 (year 2012),  Truck Traffic: 12%,  Features Intersected: IH 35E NB - IH 30 EB
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 180570004707029,  Location: 3.40 MI N OF LP 12 (Lat: 32.909469,  Lng: -96.768481),  Route carried "on" structure: Ramp US 75,  Year Built: 1992,  Status: Open,  Structure Length: 38.86m (127.49ft),  Average Daily Traffic: 17,240 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,270 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 & FOREST LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.265,  Lanes on structure: 2,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 384.70m (1262.14ft),  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: 18057000470703,  Location: 3.40 MI N OF LP 12 (Lat: 32.911839,  Lng: -96.769122),  Route carried "on" structure: Ramp US 75,  Year Built: 1992,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 17,240 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,270 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.265,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 213.40m (700.13ft),  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: 180570004707044,  Location: 1.25 MI N OF IH 30 (Lat: 32.792158,  Lng: -96.792361),  Route carried "on" structure: US 75,  Year Built: 1949,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 434,670 (year 2033),  Design Load: HS 20,  Features Intersected: ROSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.845,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 305.0m (1,000.7ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 98.50m (323.16ft),  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: 180570004707047,  Location: 3.00 MI N OF LP 12 (Lat: 32.887656,  Lng: -96.769661),  Route carried "on" structure: US 75,  Year Built: 1950,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 264,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 370,870 (year 2033),  Design Load: H 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.219,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 494.0m (1,620.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057000470706,  Location: 1.7 MI N OF LOOP 12 (Lat: 32.905700,  Lng: -96.768722),  Route carried "on" structure: US 75,  Year Built: 1993,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 264,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 370,870 (year 2033),  Design Load: HS 20,  Features Intersected: MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.154,  Lanes on structure: 10,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 488.0m (1,601.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.6m (166.0ft)

Condition: Deck: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707064,  Location: 1.05 MI N OF LP 12 (Lat: 32.879386,  Lng: -96.770789),  Route carried "on" structure: US 75,  Year Built: 1953,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 294,220 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 411,910 (year 2033),  Features Intersected: WHITE ROCK CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.091,  Lanes on structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 756.0m (2,480.3ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 180570004707242,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.796981,  Lng: -96.793392),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 47.91m (157.19ft),  Average Daily Traffic: 13,414 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,170 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.746,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707242,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.796981,  Lng: -96.793392),  Route carried "under" structure: Ramp US 75,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 31,040 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75 SB FR,  Facility Carried by Structure: SPUR 366 LINE B
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 22.428,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 180570004707243,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.791719,  Lng: -96.792783),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 13,414 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,170 (year 2038),  Design Load: HS 20,  Features Intersected: ROSS AVE & US 75 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.908,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707243,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.791719,  Lng: -96.792783),  Route carried "under" structure: ServiceUS 75,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 21,670 (year 2016),  Truck Traffic: 5%,  Features Intersected: ROSS AVE & US 75 SB FR,  Facility Carried by Structure: SPUR 366 LINE D
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 23.462,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 180570004707244,  Location: 3.40 MI N OF LP 12 (Lat: 32.909278,  Lng: -96.768717),  Route carried "on" structure: US 75,  Year Built: 1983,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 264,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 370,870 (year 2033),  Design Load: HS 20,  Features Intersected: FOREST LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.792,  Lanes on structure: 9,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 47.9m (157.2ft)

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: 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: 18057000470726,  Location: 2.55 MI N OF LP 12 (Lat: 32.898808,  Lng: -96.768858),  Route carried "on" structure: US 75,  Year Built: 1983,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 264,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 370,870 (year 2033),  Design Load: HS 20,  Features Intersected: ROYAL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.983,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 408.0m (1,338.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 43.3m (142.1ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  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: 180570004707261,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.791819,  Lng: -96.792025),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 65.68m (215.49ft),  Average Daily Traffic: 13,414 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,170 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 & ROSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.746,  Lanes on structure: 2,  Lanes under structure: 21,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707261,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.791819,  Lng: -96.792025),  Route carried "under" structure: US 75,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 31,040 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75 & ROSS AVE,  Facility Carried by Structure: SPUR 366 LINE C
Minimum Vertical Clearance: 0.92m (3.02ft),  Kilometerpoint: 22.631,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 180570004707267,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.791431,  Lng: -96.791872),  Route carried "on" structure: Ramp US 75,  Year Built: 1983,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 1,960 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,760 (year 2030),  Design Load: HS 20,  Features Intersected: R.O.W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.943,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  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,  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: 180570004707304,  Location: 3.05 MI N OF LP 12 (Lat: 32.905703,  Lng: -96.768597),  Route carried "on" structure: ServiceUS 75,  Year Built: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 8,150 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,410 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.633,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.60m (211.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707305,  Location: 3.05 MI N OF LP 12 (Lat: 32.905786,  Lng: -96.769439),  Route carried "on" structure: ServiceUS 75,  Year Built: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 14,540 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,360 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.633,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.60m (211.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707309,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.797006,  Lng: -96.792461),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1998,  Status: Open,  Structure Length: 36.48m (119.69ft),  Average Daily Traffic: 89,500 (year 2016),  Average Future Daily Traffic: 100,240 (year 2038),  Design Load: HS 20,  Features Intersected: US 75
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 23.305,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 8,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 364.80m (1196.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $75,000 ( Estimate for 2010),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707309,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.797006,  Lng: -96.792461),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 89,500 (year 2016),  Truck Traffic: 5%,  Features Intersected: US 75,  Facility Carried by Structure: SP 366 CONN
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 23.305,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 18057000470731,  Location: 2.55 MI N OF LP 12 (Lat: 32.897822,  Lng: -96.768869),  Route carried "on" structure: US 75,  Year Built: 1991,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 172,470 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 322,920 (year 2038),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.144,  Lanes on structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 628.0m (2,060.4ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 180570004707328,  Location: 4.00 MI N OF IH 30 (Lat: 32.829956,  Lng: -96.781897),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 9,500 (year 2016),  Average Future Daily Traffic: 13,749 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: MCCOMMAS AVE (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.234,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 14.5m (47.6ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.90m (180.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707328,  Location: 4.00 MI N OF IH 30 (Lat: 32.829956,  Lng: -96.781897),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: MCCOMMAS AVE (EB)
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 18.684,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 180570004707329,  Location: 4.00 MI N OF IH 30 (Lat: 32.830044,  Lng: -96.781717),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 9,500 (year 2016),  Average Future Daily Traffic: 13,740 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: MCCOMMAS AVE (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.234,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 14.5m (47.6ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.90m (180.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707329,  Location: 4.00 MI N OF IH 30 (Lat: 32.830044,  Lng: -96.781717),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: MCCOMMAS AVE (WB)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.868,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 18057000470733,  Location: 4.40 MI N OF IH 30 (Lat: 32.836542,  Lng: -96.779042),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 8,457 (year 2016),  Average Future Daily Traffic: 13,240 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: MOCKINGBIRD LN EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.458,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 34.8m (114.2ft)

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: 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: 18057000470733,  Location: 4.40 MI N OF IH 30 (Lat: 32.836542,  Lng: -96.779042),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 294,220 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75,  Facility Carried by Structure: MOCKINGBIRD LN EB
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 13.323,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 180570004707331,  Location: 4.40 MI N OF IH 30 (Lat: 32.836744,  Lng: -96.778403),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 8,452 (year 2016),  Average Future Daily Traffic: 12,240 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: MOCKINGBIRD LN WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.458,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 34.8m (114.2ft)

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: 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: 180570004707331,  Location: 4.40 MI N OF IH 30 (Lat: 32.836744,  Lng: -96.778403),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 294,220 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75,  Facility Carried by Structure: MOCKINGBIRD LN WB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 13.319,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 180570004707333,  Location: 4.90 MI N OF IH 30 (Lat: 32.841903,  Lng: -96.775775),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 2,413 (year 2016),  Average Future Daily Traffic: 7,217 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: SMU-YALE BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.776,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 32 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: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 18.1m (59.4ft),  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707333,  Location: 4.90 MI N OF IH 30 (Lat: 32.841903,  Lng: -96.775775),  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: SMU-YALE BLVD EB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 17.258,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 180570004707334,  Location: 4.90 MI N OF IH 30 (Lat: 32.842092,  Lng: -96.775081),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 2,413 (year 2016),  Average Future Daily Traffic: 7,217 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: SMU-YALE BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.776,  Lanes on structure: 3,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 32 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: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 73.80m (242.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707334,  Location: 4.90 MI N OF IH 30 (Lat: 32.842092,  Lng: -96.775081),  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: SMU-YALE BLVD WB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 17.261,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 180570004707335,  Location: 5.10 MI N OF IH 30 (Lat: 32.845503,  Lng: -96.773703),  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 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.358,  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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