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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: 180570019603364,  Location: 3.2 Mi N of Loop 12 (Lat: 32.908411,  Lng: -96.896647),  Route carried "on" structure: Interstate 635,  Year Built: 1977,  Status: Open,  Structure Length: 39.38m (129.20ft),  Average Daily Traffic: 107,820 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 150,940 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 23.218,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 393.80m (1291.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $155,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $194,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603364,  Location: 3.2 Mi N of Loop 12 (Lat: 32.908411,  Lng: -96.896647),  Route carried "under" structure: Interstate 35,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 207,710 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 45.158,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180570019603365,  Location: 3.2 Mi N of Loop 12 (Lat: 32.907506,  Lng: -96.900797),  Route carried "on" structure: Interstate 635,  Year Built: 1977,  Status: Open,  Structure Length: 56.48m (185.30ft),  Average Daily Traffic: 107,820 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 150,940 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35E
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 23.047,  Lanes on structure: 3,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603365,  Location: 3.2 Mi N of Loop 12 (Lat: 32.907506,  Lng: -96.900797),  Route carried "under" structure: Interstate 35,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 207,710 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E
Minimum Vertical Clearance: 10.01m (32.84ft),  Kilometerpoint: 45.153,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 180570019603367,  Location: 3.2 Mi N of LP 12 (Lat: 32.907081,  Lng: -96.904050),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 1977,  Status: Open,  Structure Length: 127.74m (419.09ft),  Average Daily Traffic: 15,009 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,290 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35E & IH 635
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 23.926,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 44,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603367,  Location: 3.2 Mi N of LP 12 (Lat: 32.907081,  Lng: -96.904050),  Route carried "under" structure: Interstate 35,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 174,090 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E & IH 635
Minimum Vertical Clearance: 8.13m (26.67ft),  Kilometerpoint: 45.361,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 180570019603368,  Location: 3.3 Mi N of LP 12 (Lat: 32.908900,  Lng: -96.900147),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1977,  Status: Open,  Structure Length: 24.38m (79.99ft),  Average Daily Traffic: 17,410 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,370 (year 2033),  Design Load: HS 20,  Features Intersected: Emerald St
Minimum Vertical Clearance: 11.89m (39.01ft),  Kilometerpoint: 45.361,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603369,  Location: 3.1 Mi N of LP 12 (Lat: 32.907289,  Lng: -96.900822),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 1977,  Status: Open,  Structure Length: 24.69m (81.00ft),  Average Daily Traffic: 15,009 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,290 (year 2036),  Design Load: HS 20,  Features Intersected: Emerald St
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 23.625,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603369,  Location: 3.1 Mi N of LP 12 (Lat: 32.907289,  Lng: -96.900822),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 20,770 (year 2013),  Truck Traffic: 10%,  Features Intersected: Emerald St
Minimum Vertical Clearance: 0.76m (2.49ft),  Kilometerpoint: 45.068,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 18057001960337,  Location: 2.3 Mi N of LP 12 (Lat: 32.908883,  Lng: -96.897467),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1977,  Status: Open,  Structure Length: 42.18m (138.39ft),  Average Daily Traffic: 19,500 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,300 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35E NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 45.443,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 19,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Critical Feature Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057001960337,  Location: 2.3 Mi N of LP 12 (Lat: 32.908883,  Lng: -96.897467),  Route carried "under" structure: Interstate 635,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 107,820 (year 2016),  Truck Traffic: 10%,  Features Intersected: IH 35E NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.174,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 180570019603371,  Location: 3.4 Mi N of LP 12 (Lat: 32.911144,  Lng: -96.899858),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1977,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 11,390 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,950 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Emerald St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.552,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603444,  Location: 0.75 Mi N of Int IH 30/35 (Lat: 32.781044,  Lng: -96.818139),  Route carried "on" structure: Ramp State highway 366,  Year Built: 2011,  Status: Open,  Structure Length: 79.31m (260.20ft),  Average Daily Traffic: 5,000 (year 2012),  Average Future Daily Traffic: 7,500 (year 2032),  Features Intersected: IH 35E
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 27,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 18,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603444,  Location: 0.75 Mi N of Int IH 30/35 (Lat: 32.781044,  Lng: -96.818139),  Route carried "under" structure: Interstate 35,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 142,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: IH 35E
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 3.553,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 180570019603466,  Location: 0.51 MI S of Royal Ln (Lat: 32.888003,  Lng: -96.898583),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2014,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: Merrell Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603469,  Location: 0.20 MI SE of NW Hwy (Lat: 32.860239,  Lng: -96.892519),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2013,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: Daniels Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057001960347,  Location: IH 35E @ IH 635 (Lat: 32.860547,  Lng: -96.891886),  Route carried "on" structure: Ramp Other road 35,  Year Built: 2014,  Status: Open,  Structure Length: 627.03m (2057.19ft),  Average Daily Traffic: 45,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 80,000 (year 2030),  Features Intersected: JOES CRK, W NW HWY, ETC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 40,  Owner: Private,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 187,  Number Of Approach Spans: 1,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2015,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570019603471,  Location: 0.5 MI S of Royal Ln (Lat: 32.870689,  Lng: -96.898822),  Route carried "on" structure: Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 106.38m (349.02ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2035),  Design Load: HS 20,  Features Intersected: LP12 SB, Ramps, NW Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 29,  Length of Maximum Span: 64.6m (211.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603471,  Location: 0.5 MI S of Royal Ln (Lat: 32.870689,  Lng: -96.898822),  Route carried "under" structure: State highway 12,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 10%,  Features Intersected: LP12 SB, Ramps, NW Hwy,  Facility Carried by Structure: IH35E Mngd SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.6m (211.9ft)

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Structure Number: 180570019603472,  Location: 0.27 MI N of NW Hwy (Lat: 32.868278,  Lng: -96.898028),  Route carried "on" structure: Ramp Other road 12,  Year Built: 2014,  Status: Open,  Structure Length: 30.97m (101.61ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 1,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603472,  Location: 0.27 MI N of NW Hwy (Lat: 32.868278,  Lng: -96.898028),  Route carried "under" structure: Interstate 35,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 180570019603473,  Location: IH 635 @ IH 35E (Lat: 32.868939,  Lng: -96.898897),  Route carried "on" structure: Ramp State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 477.41m (1566.31ft),  Average Daily Traffic: 26,800 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 39,600 (year 2030),  Features Intersected: IH635,IH35E,ROYAL, ETC.,  Facility Carried by Structure: IH635/IH35E W-S DC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 49,  Owner: Private,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 136,  Length of Maximum Span: 95.1m (312.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2015,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180570019603473,  Location: IH 635 @ IH 35E (Lat: 32.868939,  Lng: -96.898897),  Route carried "under" structure: Interstate 635,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 15%,  Features Intersected: IH635,IH35E,ROYAL, ETC.
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 0.000,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 95.1m (312.0ft)

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Structure Number: 180570019603474,  Location: 0.40 MI N of Walnut Hill (Lat: 32.887067,  Lng: -96.897500),  Route carried "on" structure: Other road 635,  Year Built: 2014,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2035),  Features Intersected: Merrell Rd,  Facility Carried by Structure: IH35EMngdNBEntRmp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603499,  Location: 0.15 MI SE of NW Hwy (Lat: 32.860239,  Lng: -96.892208),  Route carried "on" structure: Interstate 35,  Year Built: 2014,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2035),  Design Load: HS 20,  Features Intersected: Daniel's Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 216.0m (708.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603522,  Location: IH 35E & IH 635 I/C (Lat: 32.907231,  Lng: -96.897231),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2016,  Status: Not yet open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2036),  Features Intersected: IH 35E SB CONN A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.052,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603522,  Location: IH 35E & IH 635 I/C (Lat: 32.907231,  Lng: -96.897231),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: IH 35E SB CONN A
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 45.052,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 180570019606004,  Location: IH 635-IH35E-LP 354 I/C (Lat: 32.909286,  Lng: -96.895706),  Route carried "on" structure: State highway 354,  Year Built: 1967,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 15,450 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,640 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.966,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.70m (44.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000
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Structure Number: 180570019606201,  Location: 0.7 Mi SE of IH 35E (Lat: 32.858358,  Lng: -96.881383),  Route carried "on" structure: Spur State highway 482,  Year Built: 1976,  Status: Open,  Structure Length: 14.87m (48.79ft),  Average Daily Traffic: 24,422 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,720 (year 2036),  Design Load: HS 20,  Features Intersected: LP 354
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.751,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019606206,  Location: 1.7 Mi S of IH 635N (Lat: 32.884572,  Lng: -96.886553),  Route carried "on" structure: State highway 354,  Year Built: 1974,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 28,220 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 39,500 (year 2033),  Features Intersected: Daniel's Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.833,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: June 2016
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Structure Number: 180570019606207,  Location: 0.35 Mi N of LP 12 (Lat: 32.863717,  Lng: -96.881325),  Route carried "on" structure: Spur State highway 354,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 14,220 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 19,910 (year 2033),  Features Intersected: Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.181,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.30m (128.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019606208,  Location: 0.35 Mi N of LP 12 (Lat: 32.863789,  Lng: -96.881072),  Route carried "on" structure: Spur State highway 354,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 14,220 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 19,910 (year 2033),  Features Intersected: Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.181,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.9m (48.9ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.30m (128.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019607108,  Location: 0.8 Mi W of IH 35E (Lat: 32.778889,  Lng: -96.825139),  Route carried "on" structure: Spur State highway 366,  Year Built: 2012,  Status: Open,  Structure Length: 59.65m (195.70ft),  Average Daily Traffic: 53,310 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 74,640 (year 2033),  Features Intersected: Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 378.0m (1,240.2ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 183.2m (601.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: May 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607218,  Location: 0.1 Mi W of IH 35E (Lat: 32.783111,  Lng: -96.813564),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1981,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 15,770 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,080 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.839,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057001960722,  Location: 0.2 Mi SW of Akard St (Lat: 32.785661,  Lng: -96.805856),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1981,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 15,770 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,080 (year 2033),  Design Load: HS 20,  Features Intersected: SP 366 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.637,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 1.1m (3.6ft)

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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607221,  Location: 0.1 Mi SW of Field St (Lat: 32.785117,  Lng: -96.807114),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1981,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 15,770 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,080 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.426,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607228,  Location: 0.01 Mi SW of Akard St (Lat: 32.785642,  Lng: -96.805789),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 22.13m (72.60ft),  Average Daily Traffic: 15,770 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,080 (year 2033),  Design Load: HS 20,  Features Intersected: SP366 WB Exit & Field St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.879,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 27,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.4m (24.3ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607229,  Location: Spur 366 & Akard St. (Lat: 32.787911,  Lng: -96.803181),  Route carried "on" structure: City street 68,  Year Built: 1983,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 46,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,400 (year 2036),  Design Load: HS 20,  Features Intersected: SP 366 (Woodall Rodgers),  Facility Carried by Structure: Akard St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.968,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607231,  Location: Spur 366 & St. Paul St. (Lat: 32.788136,  Lng: -96.802800),  Route carried "on" structure: City street 201,  Year Built: 1983,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,350 (year 2016),  Average Future Daily Traffic: 10,000 (year 2036),  Design Load: HS 20,  Features Intersected: SP 366 (Woodall Rodgers),  Facility Carried by Structure: St. Paul St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607235,  Location: Spur 366 & Olive St. (Lat: 32.789592,  Lng: -96.801322),  Route carried "on" structure: City street 173,  Year Built: 1983,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 7,540 (year 2016),  Average Future Daily Traffic: 10,000 (year 2036),  Design Load: HS 20,  Features Intersected: SP 366 (Woodall Rodgers),  Facility Carried by Structure: Olive St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.714,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607237,  Location: 0.35 Mi NE of Field St (Lat: 32.789731,  Lng: -96.800736),  Route carried "on" structure: ServiceState highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 12,750 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,850 (year 2031),  Design Load: HS 20,  Features Intersected: SP 366 EB Exit to Olive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.213,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.70m (58.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607237,  Location: 0.35 Mi NE of Field St (Lat: 32.789731,  Lng: -96.800736),  Route carried "under" structure: Ramp State highway 366,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 13,414 (year 2016),  Truck Traffic: 2%,  Features Intersected: SP 366 EB Exit to Olive
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.215,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 180570019607238,  Location: Spur 366 & Pearl St. (Lat: 32.790458,  Lng: -96.800456),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 21,600 (year 2016),  Average Future Daily Traffic: 21,600 (year 2036),  Design Load: HS 20,  Features Intersected: SP 366 (Woodall Rodgers),  Facility Carried by Structure: Pearl St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 9,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 38.7m (127.0ft)

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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.20m (154.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $41,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607239,  Location: 0.2 Mi NE of N Pearl St (Lat: 32.792825,  Lng: -96.797908),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 31.64m (103.81ft),  Average Daily Traffic: 15,770 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,080 (year 2033),  Design Load: HS 20,  Features Intersected: SP366 WB On Rp L & Routh
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.429,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 18,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057001960724,  Location: 0.2 Mi NE of N Pearl St (Lat: 32.794056,  Lng: -96.795664),  Route carried "on" structure: Spur State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 78,860 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 110,400 (year 2033),  Design Load: HS 20,  Features Intersected: Routh St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.603,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057001960734,  Location: 0.2 Mi NE of N Pearl St (Lat: 32.792781,  Lng: -96.797197),  Route carried "on" structure: Spur State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 78,860 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 110,400 (year 2033),  Design Load: HS 20,  Features Intersected: Routh St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.603,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.6m (77.4ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019607439,  Location: 0.1 Mi W of IH 35E (Lat: 32.781861,  Lng: -96.815889),  Route carried "on" structure: Ramp State highway 366,  Year Built: 2011,  Status: Open,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 4,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,100 (year 2032),  Features Intersected: R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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