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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: 1805709C4440007,  Location: 0.90 MI E OF BONNIE VIEW (Lat: 32.641297,  Lng: -96.736511),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 130 (year 2011),  Average Future Daily Traffic: 200 (year 2031),  Features Intersected: MOORELAND CREEK,  Facility Carried by Structure: CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C4440008,  Location: 0.70 MI E OF BONNIE VIEW (Lat: 32.641139,  Lng: -96.739842),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 130 (year 2011),  Average Future Daily Traffic: 200 (year 2031),  Features Intersected: WHITES BRANCH,  Facility Carried by Structure: CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709C4760001,  Location: 0.8 MI N OF WESTGROVE DR (Lat: 32.982700,  Lng: -96.814950),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 720 (year 2011),  Average Future Daily Traffic: 1,114 (year 2031),  Features Intersected: HALLS BRANCH,  Facility Carried by Structure: CLUB HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C4760002,  Location: 0.5 MI N OF WESTGROVE DR (Lat: 32.985589,  Lng: -96.815589),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 720 (year 2011),  Average Future Daily Traffic: 1,114 (year 2031),  Features Intersected: HALLS BRANCH,  Facility Carried by Structure: CLUB HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C4950001,  Location: 0.04 MI N OF RED BIRD LN (Lat: 32.677153,  Lng: -96.891303),  Route carried "on" structure: City street 177,  Year Built: 1964,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,900 (year 2011),  Average Future Daily Traffic: 11,000 (year 2031),  Features Intersected: WOODY BRANCH,  Facility Carried by Structure: COCKRELL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.703,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 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 2017
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Structure Number: 1805709C4950002,  Location: 1.25 MI N OF LOOP 12 (Lat: 32.710108,  Lng: -96.891439),  Route carried "on" structure: City street 177,  Year Built: 1974,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,200 (year 2011),  Average Future Daily Traffic: 9,000 (year 2031),  Features Intersected: FIVE MILE CREEK TRIB,  Facility Carried by Structure: COCKRELL HILL SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.034,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.60m (61.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C4950003,  Location: 1.25 MI N OF LOOP 12 (Lat: 32.710103,  Lng: -96.891386),  Route carried "on" structure: City street 177,  Year Built: 1974,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 6,200 (year 2011),  Average Future Daily Traffic: 9,000 (year 2031),  Features Intersected: FIVE MILE CREEK TRIB,  Facility Carried by Structure: COCKRELL HILL NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.034,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.60m (61.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C4950004,  Location: 0.02 MI S OF W KIEST BLVD (Lat: 32.705453,  Lng: -96.891328),  Route carried "on" structure: City street 177,  Year Built: 1964,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 12,500 (year 2011),  Average Future Daily Traffic: 15,000 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: COCKRELL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.597,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 2.8m (9.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.80m (64.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709C5330001,  Location: 0.40 MI W OF EDGEFIELD AV (Lat: 32.759244,  Lng: -96.848778),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 8,000 (year 2011),  Average Future Daily Traffic: 10,000 (year 2031),  Features Intersected: COOMBS CREEK,  Facility Carried by Structure: COLORADO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709C5880001,  Location: 0.10 MI N OF LP 12 (Lat: 32.690775,  Lng: -96.829722),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 890 (year 2011),  Average Future Daily Traffic: 1,600 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: CONWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709C5960002,  Location: 0.32 MI S OF ILLINOIS AVE (Lat: 32.716644,  Lng: -96.881039),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 525 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: FIVE MILE CREEK TRIB,  Facility Carried by Structure: COOMBS CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.325,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709C5960004,  Location: 0.15 MI N OF KIEST BLVD (Lat: 32.707717,  Lng: -96.880922),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 850 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2031),  Design Load: H 20,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: COOMBS CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C6051001,  Location: 0.05 MI N OF ROYAL LN (Lat: 32.895458,  Lng: -96.727003),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,120 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,260 (year 2031),  Features Intersected: JACKSON BRANCH TRIB,  Facility Carried by Structure: COPPERTOWNE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C6150001,  Location: 0.1 MI WEST OF LAMAR ST (Lat: 32.773036,  Lng: -96.801881),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 100 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2031),  Features Intersected: MEMORIAL DRIVE,  Facility Carried by Structure: CONV CNTR DRIVEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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,  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: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C6150001,  Location: 0.1 MI WEST OF LAMAR ST (Lat: 32.773036,  Lng: -96.801881),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2009),  Features Intersected: CONV CENTR DRIVEWAY,  Facility Carried by Structure: CONV CNTR DRIVEWAY
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1805709C6150002,  Location: 0.1 MI NW OF IH 30 (Lat: 32.773397,  Lng: -96.801269),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2031),  Features Intersected: GRIFFIN STREET,  Facility Carried by Structure: CONV CNTR DRIVEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709C6150002,  Location: 0.1 MI NW OF IH 30 (Lat: 32.773397,  Lng: -96.801269),  Route carried "under" structure: ServiceCity street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2009),  Features Intersected: CONV CENTR DRIVEWAY,  Facility Carried by Structure: CONV CNTR DRIVEWAY
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete,  Length of Maximum Span: 4.3m (14.1ft)

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Structure Number: 1805709C6210001,  Location: 0.15 MI SW OF LAMAR ST (Lat: 32.763275,  Lng: -96.791475),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 500 (year 2011),  Average Future Daily Traffic: 100 (year 2031),  Features Intersected: CORINTH STREET,  Facility Carried by Structure: S AUSTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.128,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.7m (2.3ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 73.2m (240.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.10m (65.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709C6240001,  Location: 0.1 MI S OF INDUSTRIAL (Lat: 32.755975,  Lng: -96.795864),  Route carried "on" structure: City street 342,  Year Built: 1935,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 100.58m (329.99ft),  Average Daily Traffic: 35,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,000 (year 2031),  Design Load: H 15,  Features Intersected: TRINITY RIVER,  Facility Carried by Structure: CORINTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.002,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 66,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1005.80m (3299.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2018,  Underwater Inspection Date: October 2013,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $330,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709C6642001,  Location: 0.05 MI W COUNTRY CRK DR (Lat: 32.694806,  Lng: -96.902233),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 20 (year 2011),  Average Future Daily Traffic: 50 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: COUNTRY CREEK CT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 1805709C6660001,  Location: 0.10 MI NE JEFFERSON BLVD (Lat: 32.744572,  Lng: -96.902875),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 80 (year 2011),  Average Future Daily Traffic: 100 (year 2031),  Features Intersected: MOUNTAIN CREEK TRIB,  Facility Carried by Structure: COUNTS BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Fair,  Culverts: Good,  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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709C7790001,  Location: 0.50 MI W OF SH 342 (Lat: 32.668869,  Lng: -96.791614),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 710 (year 2011),  Average Future Daily Traffic: 1,280 (year 2031),  Features Intersected: RUNYON SPRINGS,  Facility Carried by Structure: CROUCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0390001,  Location: 0.1 MI NE OF FISHER ROAD (Lat: 32.839972,  Lng: -96.732014),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 350 (year 2015),  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: WILLIAMSON CREEK,  Facility Carried by Structure: DALGREEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.2m (49.9ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470001,  Location: 1.5 MI N OF BELT LINE (Lat: 32.975431,  Lng: -96.823717),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 34,750 (year 2011),  Average Future Daily Traffic: 68,561 (year 2031),  Design Load: HS 20,  Features Intersected: WESTGROVE DRIVE,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.024,  Lanes on structure: 7,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 271.0m (889.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 31.1m (102.0ft)

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: 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: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470001,  Location: 1.5 MI N OF BELT LINE (Lat: 32.975431,  Lng: -96.823717),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 212 (year 2011),  Features Intersected: Dallas N Tollway,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.024,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1805709D0470002,  Location: 1.0 MI N OF BELT LINE (Lat: 32.968875,  Lng: -96.821622),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 10,650 (year 2011),  Average Future Daily Traffic: 70,000 (year 2031),  Design Load: HS 20,  Features Intersected: KELLER SPRINGS RD,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 6,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 271.0m (889.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 31.3m (102.7ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470002,  Location: 1.0 MI N OF BELT LINE (Lat: 32.968875,  Lng: -96.821622),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 212 (year 2011),  Features Intersected: Dallas N Tollway,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.218,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1805709D0470003,  Location: AT KNIGHT ST INTERSECTION (Lat: 32.807011,  Lng: -96.817558),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 76,854 (year 2011),  Average Future Daily Traffic: 113,971 (year 2031),  Design Load: HS 20,  Features Intersected: MAPLE AVE & KNIGHT ST,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 287.0m (941.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Critical Feature Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470003,  Location: AT KNIGHT ST INTERSECTION (Lat: 32.807011,  Lng: -96.817558),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,575 (year 2011),  Features Intersected: Dallas N Tollway,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.931,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 1805709D0470004,  Location: 0.5 MI N OF LBJ FRWY (Lat: 32.932556,  Lng: -96.821817),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 35,000 (year 2009),  Average Future Daily Traffic: 68,500 (year 2029),  Design Load: HS 20,  Features Intersected: ALPHA ROAD,  Facility Carried by Structure: DALLAS N TOLLWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 76.80m (251.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470004,  Location: 0.5 MI N OF LBJ FRWY (Lat: 32.932556,  Lng: -96.821817),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Features Intersected: Dallas N Tollway NB,  Facility Carried by Structure: DALLAS N TOLLWY NB
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 2.896,  Lanes on structure: 4,  Lanes under structure: 9,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 1805709D0470005,  Location: 0.4 MI S OF BELT LINE RD (Lat: 32.948969,  Lng: -96.823564),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 28,370 (year 2011),  Average Future Daily Traffic: 52,000 (year 2031),  Design Load: HS 20,  Features Intersected: VERDE VALLEY LANE,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 299.0m (981.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 31.3m (102.7ft),  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: 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: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470005,  Location: 0.4 MI S OF BELT LINE RD (Lat: 32.948969,  Lng: -96.823564),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 1,988 (year 2011),  Features Intersected: Dallas N Tollway,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.813,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1805709D0470006,  Location: 0.25 MI N OF LBJ FRWY (Lat: 32.929153,  Lng: -96.821136),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 19,975 (year 2011),  Average Future Daily Traffic: 37,714 (year 2031),  Design Load: HS 20,  Features Intersected: GALLERIA ROAD,  Facility Carried by Structure: DALLAS N. TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.109,  Lanes on structure: 8,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 299.0m (981.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 31.3m (102.7ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.70m (208.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $464,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $580,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470006,  Location: 0.25 MI N OF LBJ FRWY (Lat: 32.929153,  Lng: -96.821136),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2011),  Features Intersected: DNT,  Facility Carried by Structure: DALLAS N. TOLLWAY
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 8.109,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1805709D0470007,  Location: 0.3 MI S OF LBJ FREEWAY (Lat: 32.921669,  Lng: -96.819039),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 67,020 (year 2011),  Average Future Daily Traffic: 18,210 (year 2031),  Design Load: HS 20,  Features Intersected: HARVEST HILL RD,  Facility Carried by Structure: DALLAS NO TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 2.8m (9.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 4.3m (14.1ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.90m (144.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470007,  Location: 0.3 MI S OF LBJ FREEWAY (Lat: 32.921669,  Lng: -96.819039),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2011),  Features Intersected: DNT,  Facility Carried by Structure: DALLAS NO TOLLWAY
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.885,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1805709D0470008,  Location: DNT @ OAK LAWN AVE (Lat: 32.802169,  Lng: -96.816389),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 11,070 (year 2009),  Average Future Daily Traffic: 23,107 (year 2029),  Design Load: HS 20,  Features Intersected: OAK LAWN AVE,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.201,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 305.0m (1,000.7ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.7m (104.0ft)

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: 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: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470008,  Location: DNT @ OAK LAWN AVE (Lat: 32.802169,  Lng: -96.816389),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: DNT,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 22.542,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 1805709D0470009,  Location: 0.1 MI S OF HARVEST HILL (Lat: 32.919333,  Lng: -96.818181),  Route carried "on" structure: Other road ,  Year Built: 1966,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 76,845 (year 2011),  Average Future Daily Traffic: 106,853 (year 2031),  Design Load: HS 20,  Features Intersected: INWOOD ROAD NB,  Facility Carried by Structure: DALLAS NO TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 2.8m (9.2ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470009,  Location: 0.1 MI S OF HARVEST HILL (Lat: 32.919333,  Lng: -96.818181),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2011),  Features Intersected: DNT,  Facility Carried by Structure: DALLAS NO TOLLWAY
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.885,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1805709D047001,  Location: 0.4 MI N OF UNIVERSITY BL (Lat: 32.851072,  Lng: -96.813089),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 76,781 (year 2011),  Average Future Daily Traffic: 136,757 (year 2031),  Design Load: HS 20,  Features Intersected: LOVERS LANE,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.895,  Lanes on structure: 6,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 287.0m (941.6ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D047001,  Location: 0.4 MI N OF UNIVERSITY BL (Lat: 32.851072,  Lng: -96.813089),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,988 (year 2011),  Features Intersected: DNT,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 16.895,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 1805709D0470011,  Location: 0.2 MI S OF LEMMON AVE (Lat: 32.819544,  Lng: -96.816883),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 102,115 (year 2011),  Average Future Daily Traffic: 141,994 (year 2031),  Design Load: HS 20,  Features Intersected: LOMO ALTO SB,  Facility Carried by Structure: DALLAS NO TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.917,  Lanes on structure: 6,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 287.0m (941.6ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 3.0m (9.8ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.30m (151.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $304,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470011,  Location: 0.2 MI S OF LEMMON AVE (Lat: 32.819544,  Lng: -96.816883),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 837 (year 2011),  Features Intersected: DNT,  Facility Carried by Structure: DALLAS NO TOLLWAY
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 20.917,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1805709D0470012,  Location: 0.48 MI W OF PRESTON RD (Lat: 32.902169,  Lng: -96.812083),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 847 (year 2009),  Average Future Daily Traffic: 1,228 (year 2029),  Design Load: H 20,  Features Intersected: DALLAS N TOLLWAY,  Facility Carried by Structure: NORTHAVEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.114,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470012,  Location: 0.48 MI W OF PRESTON RD (Lat: 32.902169,  Lng: -96.812083),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 76,781 (year 2011),  Features Intersected: DALLAS NORTH TOLLWAY,  Facility Carried by Structure: NORTHAVEN RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 11.199,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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