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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: 1805709P7020008,  Location: 0.30 MI N OF ELAM RD (Lat: 32.724286,  Lng: -96.666097),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10,600 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,000 (year 2031),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: PRAIRIE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.347,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 28.1m (92.2ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709P7510001,  Location: 0.2 MI WEST OF PRESTON RD (Lat: 32.942125,  Lng: -96.807011),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,460 (year 2011),  Average Future Daily Traffic: 11,838 (year 2031),  Features Intersected: OTO BRANCH,  Facility Carried by Structure: PRESTON OAKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017
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Structure Number: 1805709P8340001,  Location: 0.15 MI SW OF BONNIE VIEW (Lat: 32.711964,  Lng: -96.777222),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 420 (year 2011),  Average Future Daily Traffic: 760 (year 2031),  Features Intersected: HONEY SPRINGS BRANCH,  Facility Carried by Structure: PROSPERITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 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: 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000
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Structure Number: 1805709P8370001,  Location: 0.10 MI E OF PEAVY RD (Lat: 32.824653,  Lng: -96.682400),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 310 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2031),  Features Intersected: BRANCH OF ASH CREEK,  Facility Carried by Structure: PROVINCE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016
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Structure Number: 1805709P8490001,  Location: 0.1 MI E OF ESMALDA DR (Lat: 32.780786,  Lng: -96.879203),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 309 (year 2011),  Average Future Daily Traffic: 510 (year 2031),  Features Intersected: DRAINAGE CHANNEL,  Facility Carried by Structure: PUEBLO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  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: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.8m (38.7ft)

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,  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: Bituminous
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Structure Number: 1805709Q1650001,  Location: 0.2 MI E OF COCKRELL HILL (Lat: 32.715083,  Lng: -96.888403),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 195 (year 2031),  Features Intersected: FIVE MILE CREEK TRIB,  Facility Carried by Structure: QUIET LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 11.6m (38.1ft)

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 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: Bituminous
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Structure Number: 1805709R0270001,  Location: 0.1 MI W OF SUNNYBROOK LN (Lat: 32.866625,  Lng: -96.827444),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 350 (year 2011),  Average Future Daily Traffic: 630 (year 2031),  Features Intersected: TRIB/BACHMAN BRANCH,  Facility Carried by Structure: RADBROOK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  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: 1.1m (3.6ft)

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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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: 1805709R0660001,  Location: 0.65 MI N OF ILLINOIS AVE (Lat: 32.729306,  Lng: -96.820656),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 430 (year 2011),  Average Future Daily Traffic: 770 (year 2031),  Features Intersected: CEDAR CREEK TRIBUTARY,  Facility Carried by Structure: RAMSEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: Monolithic Concrete
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Structure Number: 1805709R1070001,  Location: 0.15 MI W OF SHEPHARD RD (Lat: 32.690364,  Lng: -96.616778),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 660 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: RAVENVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.70m (58.07ft),  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: 1805709R1140001,  Location: 0.02 MI N JEFFERSON BLVD (Lat: 32.744772,  Lng: -96.870014),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,250 (year 2011),  Average Future Daily Traffic: 1,500 (year 2031),  Features Intersected: COOMBS CREEK,  Facility Carried by Structure: RAVINIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 20.7m (67.9ft)

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: 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: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R1470001,  Location: 0.1 MI W OF HARRY HINES (Lat: 32.817533,  Lng: -96.846656),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 7,500 (year 2011),  Average Future Daily Traffic: 13,800 (year 2031),  Features Intersected: KNIGHTS BRANCH,  Facility Carried by Structure: RECORD CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.5m (57.4ft)

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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.20m (62.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709R1470002,  Location: 0.02 MI E OF HARRY HINES (Lat: 32.818378,  Lng: -96.844342),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,000 (year 2011),  Average Future Daily Traffic: 2,000 (year 2031),  Features Intersected: KNIGHTS BRANCH,  Facility Carried by Structure: RECORD CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 1.1m (3.6ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.70m (58.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R1560001,  Location: 0.1 MI E OF POLK ST (Lat: 32.672700,  Lng: -96.838011),  Route carried "on" structure: City street 231,  Year Built: 1969,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 2,600 (year 2011),  Average Future Daily Traffic: 3,500 (year 2031),  Features Intersected: WOODY BRANCH,  Facility Carried by Structure: RED BIRD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.994,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to 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: 1805709R1560002,  Location: 0.2 MI E OF COCKRELL HILL (Lat: 32.676706,  Lng: -96.888775),  Route carried "on" structure: City street 231,  Year Built: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,700 (year 2011),  Average Future Daily Traffic: 3,800 (year 2031),  Features Intersected: WOODY BRANCH,  Facility Carried by Structure: RED BIRD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  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: Superior to present desirable 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: 1805709R1740001,  Location: 0.04 MI N OF INWOOD RD (Lat: 32.818558,  Lng: -96.841556),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 1,000 (year 2011),  Average Future Daily Traffic: 1,500 (year 2031),  Features Intersected: KNIGHTS BRANCH,  Facility Carried by Structure: REDFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present desirable criteria,  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: 1805709R1980001,  Location: 0.1 MI N OF ROYAL LANE (Lat: 32.897889,  Lng: -96.895881),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 5,157 (year 2011),  Average Future Daily Traffic: 8,251 (year 2031),  Features Intersected: RICHARDS BRANCH,  Facility Carried by Structure: REEDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  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 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: 1805709R2130001,  Location: 0.2 MI E OF IH 35E (Lat: 32.836639,  Lng: -96.872789),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,000 (year 2011),  Average Future Daily Traffic: 8,000 (year 2031),  Features Intersected: OLD CHANNEL TRINITY,  Facility Carried by Structure: REGAL ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.544,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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Structure Number: 1805709R2130003,  Location: 0.2 MI W OF HARRY HINES (Lat: 32.836764,  Lng: -96.872822),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,150 (year 2011),  Average Future Daily Traffic: 8,000 (year 2031),  Features Intersected: NOBLES BRANCH,  Facility Carried by Structure: REGAL ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.241,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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Structure Number: 1805709R4670001,  Location: 0.1 MI E OF STEMMONS FRWY (Lat: 32.816031,  Lng: -96.865522),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,320 (year 2011),  Average Future Daily Traffic: 1,930 (year 2031),  Design Load: HS 20,  Features Intersected: OLD CHANNEL TRINITY,  Facility Carried by Structure: RIVER BEND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R5730001,  Location: 0.05 MI N OF LP 12 (Lat: 32.688836,  Lng: -96.826469),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 630 (year 2011),  Average Future Daily Traffic: 1,130 (year 2031),  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: ROCKPORT DR
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709R5760001,  Location: 0.2 MI N OF MOCKINGBIRD (Lat: 32.844833,  Lng: -96.741164),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 780 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2035),  Features Intersected: WILLIAMSON CREEK,  Facility Carried by Structure: ROCKAWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  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: 15.2m (49.9ft)

Condition: Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709R6540001,  Location: 0.60 MI N OF NW HIGHWAY (Lat: 32.871989,  Lng: -96.693908),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,180 (year 2015),  Average Future Daily Traffic: 3,500 (year 2035),  Design Load: HS 20,  Features Intersected: E PRONG DIXON BRNCH,  Facility Carried by Structure: ROLLING ROCK LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017
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Structure Number: 1805709R7050001,  Location: 0.30 MI E OF JIM MILLER (Lat: 32.726328,  Lng: -96.695394),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 520 (year 2011),  Average Future Daily Traffic: 930 (year 2031),  Features Intersected: ELAM CREEK,  Facility Carried by Structure: ROSEMONT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 25.5m (83.7ft)

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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709R7260001,  Location: 0.18 MI N OF MERRELL RD (Lat: 32.890408,  Lng: -96.846803),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,620 (year 2011),  Average Future Daily Traffic: 2,888 (year 2031),  Features Intersected: TRIB OF JOES CR,  Facility Carried by Structure: ROSSER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.958,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 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: May 2017
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Structure Number: 1805709R7380001,  Location: 0.63 MI W OF COIT ROAD (Lat: 32.956017,  Lng: -96.779556),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,130 (year 2011),  Average Future Daily Traffic: 1,000 (year 2031),  Design Load: HS 20,  Features Intersected: ARAPAHO BRANCH,  Facility Carried by Structure: ROUNDROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  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: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 1.9m (6.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  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: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R7544003,  Location: 2.20 MI NE OF BELT LN RD (Lat: 32.868333,  Lng: -96.571581),  Route carried "on" structure: City street 330,  Year Built: 1970,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 10,500 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,000 (year 2035),  Design Load: H 20,  Features Intersected: LAKE RAY HUBBARD,  Facility Carried by Structure: ROWLETT RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.199,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 182.90m (600.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2016,  Underwater Inspection Date: August 2016,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $43,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R7544004,  Location: 2.20 MI NE OF BELT LN RD (Lat: 32.868317,  Lng: -96.571522),  Route carried "on" structure: City street 330,  Year Built: 1970,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 21,010 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,246 (year 2035),  Design Load: H 20,  Features Intersected: LAKE RAY HUBBARD,  Facility Carried by Structure: ROWLETT RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.086,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 182.90m (600.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2016,  Underwater Inspection Date: August 2016,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $43,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R7770001,  Location: 0.1 MI EAST OF US 75 (Lat: 32.894997,  Lng: -96.822947),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 48.01m (157.51ft),  Average Daily Traffic: 6,400 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,400 (year 2031),  Design Load: HS 20,  Features Intersected: WHITE ROCK CRK & DART,  Facility Carried by Structure: ROYAL LANE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 480.10m (1575.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $138,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R7770002,  Location: 0.1 MI EAST OF US 75 (Lat: 32.898522,  Lng: -96.767622),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 48.01m (157.51ft),  Average Daily Traffic: 6,400 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,400 (year 2031),  Design Load: HS 20,  Features Intersected: WHITE ROCK CRK & DART,  Facility Carried by Structure: ROYAL LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 480.10m (1575.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $138,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R7770006,  Location: 0.15 MI W OF INWOOD RD (Lat: 32.894947,  Lng: -96.822731),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 15,680 (year 2011),  Average Future Daily Traffic: 20,000 (year 2031),  Features Intersected: BACHMAN CREEK,  Facility Carried by Structure: ROYAL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.304,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 2.8m (9.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $195,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R7770007,  Location: 0.75 MI W OF MIDWAY RD (Lat: 32.895203,  Lng: -96.850631),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 15,680 (year 2011),  Average Future Daily Traffic: 20,000 (year 2031),  Features Intersected: JOES CREEK,  Facility Carried by Structure: ROYAL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.649,  Lanes on structure: 6,  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: 5,  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,  Length Of Structure Improvement: 16.80m (55.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $91,000
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Structure Number: 1805709R7770016,  Location: 0.3 MI W OF WEBB CHPL RD (Lat: 32.894731,  Lng: -96.876092),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 15,862 (year 2011),  Average Future Daily Traffic: 20,000 (year 2031),  Features Intersected: DANIELS CREEK,  Facility Carried by Structure: ROYAL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.838,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: May 2017
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Structure Number: 1805709R7770031,  Location: 0.60 MI E OF INWOOD RD (Lat: 32.894717,  Lng: -96.809106),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 8,066 (year 2011),  Average Future Daily Traffic: 20,213 (year 2031),  Features Intersected: DALLAS N TOLLWAY,  Facility Carried by Structure: ROYAL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.744,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.7m (94.2ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.70m (104.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2015,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709R8250001,  Location: 0.4 MI S OF KIEST BLVD (Lat: 32.700617,  Lng: -96.849600),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 1,250 (year 2011),  Average Future Daily Traffic: 1,500 (year 2031),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: RUGGED DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Prestressed 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: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Better than 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: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709S0320001,  Location: 1.10 MI E OF GRAND AVE (Lat: 32.792919,  Lng: -96.728681),  Route carried "on" structure: City street 189,  Year Built: 1985,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 10,060 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,400 (year 2035),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK,  Facility Carried by Structure: SAMUELL BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 1.0m (3.3ft),  Out-to-Out Width: 13.3m (43.6ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709S0320002,  Location: 1.10 MI E OF GRAND AVE (Lat: 32.792956,  Lng: -96.728686),  Route carried "on" structure: City street 189,  Year Built: 1985,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 10,060 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,400 (year 2035),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK,  Facility Carried by Structure: SAMUELL BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 1.0m (3.3ft),  Out-to-Out Width: 13.3m (43.6ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709S0320003,  Location: 0.1 MI W OF LAWNVIEW AVE (Lat: 32.793161,  Lng: -96.727492),  Route carried "on" structure: City street 189,  Year Built: 1936,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 10,400 (year 2014),  Average Future Daily Traffic: 15,000 (year 2034),  Design Load: H 15,  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: SAMUELL BLVD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 4.344,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.6m (5.2ft)

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,  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: 16.80m (55.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709S0320004,  Location: 0.2 MI E OF FERGUSON RD (Lat: 32.793092,  Lng: -96.723644),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,000 (year 2009),  Average Future Daily Traffic: 2,400 (year 2029),  Design Load: HS 20,  Features Intersected: ROCK CREEK TRIBUTARY,  Facility Carried by Structure: SAMUELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  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: 1805709S2150001,  Location: 0.20 MI W OF ST AUGUSTIN (Lat: 32.709469,  Lng: -96.659967),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 5,270 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,500 (year 2031),  Features Intersected: PRAIRIE CREEK TRIB,  Facility Carried by Structure: SEAGOVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 16.8m (55.1ft)

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: 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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709S2150003,  Location: 0.25 MI E OF MASTERS DR (Lat: 32.705006,  Lng: -96.644386),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,780 (year 2011),  Average Future Daily Traffic: 3,800 (year 2031),  Features Intersected: RYLIE CREEK,  Facility Carried by Structure: SEAGOVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 23.8m (78.1ft)

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,  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: 9.40m (30.84ft),  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: Monolithic Concrete
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Structure Number: 1805709S2150006,  Location: 0.1 MI NW OF BELT LINE RD (Lat: 32.688611,  Lng: -96.589728),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,780 (year 2011),  Average Future Daily Traffic: 3,800 (year 2031),  Features Intersected: LONG BRANCH,  Facility Carried by Structure: SEAGOVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.827,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017
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