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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: 180570019603163,  Location: 0.8 Mi. S of IH 635 (Lat: 32.895789,  Lng: -96.897811),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Royal Ln.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.834,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603164,  Location: 0.8 Mi. S of IH 635 (Lat: 32.896139,  Lng: -96.898258),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Royal Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.834,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.43m (1.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603165,  Location: 0.7 Mi S of IH 635 (Lat: 32.897753,  Lng: -96.897797),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 207,710 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 290,800 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.058,  Lanes on structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 872.0m (2,860.9ft),  Skew: 39 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: 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,  Waterway Adequacy: Superior to present desirable 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: 180570019603166,  Location: 0.5 Mi S of IH 635 (Lat: 32.900267,  Lng: -96.897789),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 103,850 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 145,400 (year 2033),  Design Load: HS 20,  Features Intersected: Crown Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.334,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603167,  Location: 0.5 Mi S of IH 635 (Lat: 32.900614,  Lng: -96.898208),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 103,850 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 145,400 (year 2033),  Design Load: HS 20,  Features Intersected: Crown Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.334,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.10m (115.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603168,  Location: 0.4 Mi N of IH 635 (Lat: 32.913164,  Lng: -96.897781),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 87,040 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 121,860 (year 2033),  Design Load: HS 20,  Features Intersected: HarryHines Blvd (LP 354)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.773,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603169,  Location: 0.4 Mi N of IH 635 (Lat: 32.913786,  Lng: -96.898117),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 87,040 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 121,860 (year 2033),  Design Load: HS 20,  Features Intersected: HarryHines Blvd (LP 354)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.773,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.20m (158.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057001960319,  Location: 0.5 Mi N of LP 12 (Lat: 32.868747,  Lng: -96.898239),  Route carried "on" structure: State highway 348,  Year Built: 1970,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 66,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,320 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35E SB,  Facility Carried by Structure: LP12 NB to IH35 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.535,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057001960319,  Location: 0.5 Mi N of LP 12 (Lat: 32.868747,  Lng: -96.898239),  Route carried "under" structure: Interstate 35,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 60,290 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E SB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 40.865,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 180570019603199,  Location: 1.0 MI N OF SPUR 366 (Lat: 32.793961,  Lng: -96.815058),  Route carried "on" structure: Other road 35,  Year Built: 1966,  Status: Open,  Structure Length: 60.84m (199.61ft),  Average Daily Traffic: 24,132 (year 2012),  Average Future Daily Traffic: 38,646 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E & DART RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.222,  Lanes on structure: 1,  Lanes under structure: 18,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.05m (19.85ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: May 2017,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $94,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603199,  Location: 1.0 MI N OF SPUR 366 (Lat: 32.793961,  Lng: -96.815058),  Route carried "under" structure: Other road 35,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 244,000 (year 2012),  Truck Traffic: 7%,  Features Intersected: IH 35E & DART RR
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 28.874,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 180570019603205,  Location: 1.0 Mi N of SP 366 (Lat: 32.796414,  Lng: -96.815025),  Route carried "on" structure: Other road 35,  Year Built: 1967,  Status: Open,  Structure Length: 32.61m (106.99ft),  Average Daily Traffic: 146,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,100 (year 2032),  Design Load: HS 20,  Features Intersected: DART RR & DNT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.746,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603215,  Location: At Spur 366 Interchange (Lat: 32.781911,  Lng: -96.812894),  Route carried "on" structure: State highway 366,  Year Built: 1981,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 98.82m (324.21ft),  Average Daily Traffic: 79,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 141,270 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E & DART Railway
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 1.749,  Lanes on structure: 4,  Lanes under structure: 33,  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: 28,  Number Of Approach Spans: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

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: 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: 180570019603215,  Location: At Spur 366 Interchange (Lat: 32.781911,  Lng: -96.812894),  Route carried "under" structure: Interstate 35,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 228,810 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E & DART Railway,  Facility Carried by Structure: Spur 366 EB
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 27.253,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 180570019603216,  Location: At Spur 366 Interchange (Lat: 32.783631,  Lng: -96.812511),  Route carried "on" structure: State highway 366,  Year Built: 1981,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 98.18m (322.11ft),  Average Daily Traffic: 79,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 141,270 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E & DART Railway
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 1.757,  Lanes on structure: 4,  Lanes under structure: 32,  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: 28,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Very 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,  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: 180570019603216,  Location: At Spur 366 Interchange (Lat: 32.783631,  Lng: -96.812511),  Route carried "under" structure: Interstate 35,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 228,810 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E & DART Railway,  Facility Carried by Structure: Spur 366 WB
Minimum Vertical Clearance: 8.89m (29.17ft),  Kilometerpoint: 27.258,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 180570019603217,  Location: At Spur 366 Interchange (Lat: 32.783264,  Lng: -96.812250),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1981,  Status: Open,  Structure Length: 30.45m (99.90ft),  Average Daily Traffic: 15,800 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,250 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E SBFR,  Facility Carried by Structure: IH 35E SB Conn. D
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.839,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 0.8m (2.6ft)

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: 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: 180570019603217,  Location: At Spur 366 Interchange (Lat: 32.783264,  Lng: -96.812250),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2012),  Truck Traffic: 6%,  Features Intersected: IH 35E SBFR
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 27.385,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 180570019603219,  Location: At Spur 366 Interchange (Lat: 32.783025,  Lng: -96.809528),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1981,  Status: Open,  Structure Length: 24.32m (79.79ft),  Average Daily Traffic: 15,800 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,250 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E NBFR/Continental,  Facility Carried by Structure: IH 35E NB Conn. A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.171,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603219,  Location: At Spur 366 Interchange (Lat: 32.783025,  Lng: -96.809528),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2012),  Truck Traffic: 6%,  Features Intersected: IH 35E NBFR/Continental
Minimum Vertical Clearance: 9.35m (30.68ft),  Kilometerpoint: 27.276,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 180570019603222,  Location: IH 35E SB to Spur 366 EB (Lat: 32.782853,  Lng: -96.808797),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1981,  Status: Open,  Structure Length: 62.45m (204.89ft),  Average Daily Traffic: 24,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,140 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E & Spur 366
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.757,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 15,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: 180570019603223,  Location: At Spur 366 Interchange (Lat: 32.780664,  Lng: -96.811442),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1981,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 22,880 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,030 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E NBFR,  Facility Carried by Structure: Spur 366 EB Conn C
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 27.187,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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: 180570019603245,  Location: 0.8 Mi. N of Spur 366 (Lat: 32.794775,  Lng: -96.815031),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 131,870 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 184,620 (year 2033),  Design Load: HS 20,  Features Intersected: Hi Line Dr./Victory Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.471,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.03m (6.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $131,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603246,  Location: 2.7 Mi NW of Spur 366 (Lat: 32.806936,  Lng: -96.841517),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 106,920 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: Motor St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 129.50m (424.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $71,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603264,  Location: 0.7 Mi W of Inwood Rd (Lat: 32.812203,  Lng: -96.861208),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 106,920 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: SH 356
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.459,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603265,  Location: 0.1 Mi. N of Spur 366 (Lat: 32.784014,  Lng: -96.812153),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 114,400 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 160,160 (year 2033),  Design Load: HS 20,  Features Intersected: Continental Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.429,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.7m (74.5ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.70m (186.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603266,  Location: 0.4 Mi. N of SP 366 (Lat: 32.789722,  Lng: -96.813628),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 131,870 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 184,620 (year 2033),  Design Load: HS 20,  Features Intersected: Abandoned RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.953,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 259.0m (849.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 28.5m (93.5ft)

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: 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: Bituminous
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Structure Number: 180570019603268,  Location: 1.7 Mi NW of Mockingbird (Lat: 32.841933,  Lng: -96.876769),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 64,340 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,080 (year 2033),  Design Load: HS 20,  Features Intersected: Bachman Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.237,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 18.1m (59.4ft)

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: 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,  Waterway Adequacy: Superior to present desirable 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: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603269,  Location: 1.8 Mi NW of Spur 366 (Lat: 32.801467,  Lng: -96.827069),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 106,920 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: Market Center Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.022,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 73.20m (240.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057001960327,  Location: 2.1 Mi. NW of Spur 366 (Lat: 32.802419,  Lng: -96.831939),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 106,920 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: Wycliff Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.492,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603271,  Location: 1.4 Mi NW of Inwood Rd (Lat: 32.819019,  Lng: -96.869464),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 67,270 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,180 (year 2033),  Design Load: HS 20,  Features Intersected: Mockingbird Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.569,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603272,  Location: 6.0 Mi NW of Spur 366 (Lat: 32.826611,  Lng: -96.872553),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 67,270 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,180 (year 2033),  Design Load: HS 20,  Features Intersected: Empire Central Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.467,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Bituminous
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Structure Number: 180570019603273,  Location: 6.7 Mi NW of Spur 366 (Lat: 32.835739,  Lng: -96.875231),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 67,270 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,180 (year 2033),  Design Load: HS 20,  Features Intersected: Regal Row
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.651,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603274,  Location: 1.4 Mi NW of Mockingbird (Lat: 32.838372,  Lng: -96.875597),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 64,340 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,080 (year 2033),  Design Load: HS 20,  Features Intersected: Railroad Spur Line
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.788,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Bituminous
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Structure Number: 180570019603275,  Location: 3.4 Mi. NW of Mockingbird (Lat: 32.862608,  Lng: -96.894064),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 62,880 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,030 (year 2033),  Design Load: HS 20,  Features Intersected: Loop 12 (NW Highway)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.024,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 78.60m (257.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603276,  Location: 1.3 Mi. N of Loop 12 (Lat: 32.881267,  Lng: -96.898258),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Walnut Hill Ln.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.183,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: Bituminous
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Structure Number: 180570019603278,  Location: 1.9 Mi NW of Mockingbird (Lat: 32.844992,  Lng: -96.877867),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 0.46m (1.51ft),  Average Daily Traffic: 64,340 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,080 (year 2033),  Design Load: HS 20,  Features Intersected: Loop 354 WB Conn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.612,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603279,  Location: 2.9 Mi NW of Mockingbird (Lat: 32.856319,  Lng: -96.888103),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 62,880 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,030 (year 2033),  Design Load: HS 20,  Features Intersected: Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.176,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057001960328,  Location: 2.6 Mi NW of Mockingbird (Lat: 32.854064,  Lng: -96.885656),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 64,340 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,080 (year 2033),  Design Load: HS 20,  Features Intersected: SP 482 (Storey Ln)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.816,  Lanes on structure: 3,  Lanes under structure: 4,  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: 6,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603282,  Location: 3.3 Mi NW of Spur 366 (Lat: 32.811014,  Lng: -96.850044),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 106,920 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: Inwood Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.391,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Bituminous
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Structure Number: 180570019603283,  Location: 3.2 Mi NW of Mockingbird (Lat: 32.860478,  Lng: -96.892492),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 62,880 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,030 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.763,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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,  Waterway Adequacy: Superior to present desirable 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: Bituminous
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Structure Number: 180570019603301,  Location: 0.7 Mi W of Inwood Rd (Lat: 32.811936,  Lng: -96.862008),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 106,920 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: SH 356
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.459,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603333,  Location: 3.2 Mi N of Loop 12 (Lat: 32.907461,  Lng: -96.897100),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 6.16m (20.21ft),  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 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 23.277,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603333,  Location: 3.2 Mi N of Loop 12 (Lat: 32.907461,  Lng: -96.897100),  Route carried "under" structure: Interstate 35,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 103,850 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 45.121,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 180570019603335,  Location: 3.2 Mi N of Loop 12 (Lat: 32.907322,  Lng: -96.895283),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1967,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 23,200 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,480 (year 2036),  Design Load: HS 20,  Features Intersected: Loop 354
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.292,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.3m (53.5ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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