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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: 180570019603088,  Location: 1.3 Mi NW of Spur 366 (Lat: 32.798678,  Lng: -96.820022),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 14,770 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,680 (year 2033),  Design Load: H 20,  Features Intersected: Turtle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.199,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  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: $31,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $39,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603091,  Location: 0.5 Mi S of LP 260 (Lat: 32.769806,  Lng: -96.805997),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 830 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,170 (year 2033),  Design Load: HS 20,  Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.635,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016
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Structure Number: 180570019603093,  Location: 0.5 Mi N of IH 30 (Lat: 32.777283,  Lng: -96.811078),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 112,470 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 157,460 (year 2033),  Design Load: HS 20,  Features Intersected: Commerce St & IH 35E Rps
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.695,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 172.20m (564.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $106,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603094,  Location: 0.35 Mi N of IH 30 (Lat: 32.774803,  Lng: -96.810853),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 112,470 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 157,460 (year 2033),  Design Load: HS 20,  Features Intersected: Reunion Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.436,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.90m (157.15ft),  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: 180570019603096,  Location: 0.1 Mi W of Inwood Rd (Lat: 32.811683,  Lng: -96.850464),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 213,840 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 299,380 (year 2033),  Design Load: HS 20,  Features Intersected: Knights Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.523,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 671.0m (2,201.4ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016
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Structure Number: 180570019603097,  Location: 3.3 Mi NW of Spur 366 (Lat: 32.811067,  Lng: -96.849222),  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 180570019603098,  Location: 2.7 Mi NW of Spur 366 (Lat: 32.806647,  Lng: -96.839828),  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: Good,  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: 180570019603099,  Location: 2.1 Mi. NW of Spur 366 (Lat: 32.802739,  Lng: -96.831608),  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: 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: 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: 1805700196031,  Location: 1.8 Mi NW of Spur 366 (Lat: 32.801811,  Lng: -96.826978),  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: 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: 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: 180570019603101,  Location: 2.0 Mi N of IH 30 (Lat: 32.799625,  Lng: -96.821158),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 40.66m (133.40ft),  Average Daily Traffic: 213,840 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 299,380 (year 2033),  Design Load: HS 20,  Features Intersected: Oak Lawn Ave & Turtle Ck
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.073,  Lanes on structure: 10,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 475.0m (1,558.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 49.4m (162.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 406.60m (1333.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $524,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603103,  Location: 1.2 Mi NW of Spur 366 (Lat: 32.798572,  Lng: -96.818050),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,920 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,090 (year 2033),  Design Load: H 20,  Features Intersected: Turtle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.90m (121.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570019603104,  Location: 0.8 Mi. NW of Spur 366 (Lat: 32.794033,  Lng: -96.814336),  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: 6,  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: Meets minimum limits,  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: 180570019603105,  Location: 0.4 Mi. N of SP 366 (Lat: 32.789147,  Lng: -96.812825),  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: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 268.0m (879.3ft),  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: 26.8m (87.9ft),  Out-to-Out Width: 27.3m (89.6ft)

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: 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: 180570019603106,  Location: 0.1 Mi. N of Spur 366 (Lat: 32.783758,  Lng: -96.811686),  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: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  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: 20.2m (66.3ft),  Out-to-Out Width: 2.1m (6.9ft)

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: 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: 180570019603109,  Location: 0.9 Mi W of Inwood Rd (Lat: 32.813564,  Lng: -96.864833),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 213,840 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 299,380 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.775,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 622.0m (2,040.7ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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,  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: 180570019603117,  Location: 6.7 Mi NW of Spur 366 (Lat: 32.835467,  Lng: -96.874842),  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: 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: 180570019603118,  Location: 6.0 Mi NW of Spur 366 (Lat: 32.826508,  Lng: -96.872175),  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: 180570019603119,  Location: 1.4 Mi NW of Inwood Rd (Lat: 32.818925,  Lng: -96.869108),  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: 18057001960312,  Location: 1.2 Mi NW of Inwood Rd (Lat: 32.816472,  Lng: -96.868436),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 106,920 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: SH 183 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.214,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 18057001960312,  Location: 1.2 Mi NW of Inwood Rd (Lat: 32.816472,  Lng: -96.868436),  Route carried "under" structure: State highway 183,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 67,806 (year 2016),  Truck Traffic: 7%,  Features Intersected: SH 183 WB,  Facility Carried by Structure: IH 35E SB
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 17.834,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570019603121,  Location: 1.3 Mi NW of Inwood Rd. (Lat: 32.817061,  Lng: -96.868750),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 134,550 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 188,370 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.376,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 442.0m (1,450.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

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: 180570019603125,  Location: 1.0 Mi W of Inwood Rd (Lat: 32.817150,  Lng: -96.868172),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 213,840 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 299,380 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.919,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 622.0m (2,040.7ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 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,  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: 180570019603127,  Location: 1.9 Mi NW of Mockingbird (Lat: 32.845242,  Lng: -96.877775),  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: 180570019603128,  Location: 1.7 Mi NW of Mockingbird (Lat: 32.841889,  Lng: -96.876381),  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: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  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: 180570019603129,  Location: 1.5 Mi NW of Mockingbird (Lat: 32.839919,  Lng: -96.875911),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 128,690 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 180,160 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.994,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 341.0m (1,118.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: 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,  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: 18057001960313,  Location: 1.4 Mi NW of Mockingbird (Lat: 32.838278,  Lng: -96.875569),  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: 17.8m (58.4ft),  Out-to-Out Width: 18.3m (60.0ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603143,  Location: 3.4 Mi. NW of Mockingbird (Lat: 32.862008,  Lng: -96.893253),  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: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  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: 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: 180570019603144,  Location: 3.2 Mi NW of Mockingbird (Lat: 32.860406,  Lng: -96.891925),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  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: 174.0m (570.9ft),  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: 1.7m (5.6ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603146,  Location: 2.9 Mi NW of Mockingbird (Lat: 32.856319,  Lng: -96.887589),  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: 180570019603147,  Location: 2.7 Mi NW of Mockingbird (Lat: 32.853919,  Lng: -96.885028),  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: 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: 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: 180570019603148,  Location: 2.5 Mi NW of Mockingbird (Lat: 32.852631,  Lng: -96.883642),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 128,690 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 180,160 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.614,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 341.0m (1,118.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than 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: 18057001960315,  Location: 1.3 Mi. N of Loop 12 (Lat: 32.880892,  Lng: -96.897822),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  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: 21.3m (69.9ft)

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,  Length Of Structure Improvement: 41.80m (137.14ft),  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: 180570019603151,  Location: 2.0 Mi S of IH 635 (Lat: 32.878669,  Lng: -96.898297),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 215,820 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 302,150 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage DItch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.939,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 427.0m (1,400.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: 180570019603152,  Location: 0.9 Mi. N of Loop 12 (Lat: 32.875561,  Lng: -96.898192),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Abandoned RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.548,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.2m (69.6ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.90m (144.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603153,  Location: 0.9 Mi. N of Loop 12 (Lat: 32.875164,  Lng: -96.897764),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Abandoned RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.548,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.2m (69.6ft)

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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.90m (144.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603154,  Location: 0.85 Mi N of Loop 12 (Lat: 32.874078,  Lng: -96.898331),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Manana Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.139,  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: 18.3m (60.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.70m (126.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 180570019603155,  Location: 0.85 Mi. N of Loop 12 (Lat: 32.873733,  Lng: -96.897764),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Manana Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.139,  Lanes on structure: 5,  Lanes under structure: 2,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.2m (69.6ft)

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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.40m (125.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 180570019603156,  Location: 0.3 Mi NW of LP 12 (Lat: 32.868247,  Lng: -96.896683),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 119,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 166,600 (year 2036),  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.692,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 451.0m (1,479.7ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016
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Structure Number: 180570019603157,  Location: 3.7 Mi N of Mockingbird (Lat: 32.866583,  Lng: -96.896353),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 60,290 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 84,400 (year 2033),  Design Load: HS 20,  Features Intersected: Lombardy Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.552,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

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: 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: 180570019603158,  Location: 3.7 Mi N of Mockingbird (Lat: 32.866411,  Lng: -96.895744),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 60,290 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 84,400 (year 2033),  Design Load: HS 20,  Features Intersected: Lombardy Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.531,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.30m (128.94ft),  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: 180570019603161,  Location: 1.8 Mi N of LP 12 (Lat: 32.887839,  Lng: -96.897856),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Merrell Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.954,  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: Satisfactory,  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: 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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603162,  Location: 1.8 Mi N of LP 12 (Lat: 32.888167,  Lng: -96.898294),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 107,910 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Merrell Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.954,  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: Satisfactory,  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: 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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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