Bridge Statistics for Lewisville, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 180570354702019,  Location: 2.25 Mi SW of IH 35E (Lat: 32.986528,  Lng: -96.992950),  Route carried "on" structure: Other road 121,  Year Built: 2006,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,000 (year 2036),  Design Load: HS 20,  Features Intersected: Denton Tap Rd,  Facility Carried by Structure: SRT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.489,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 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: 38.7m (127.0ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057035470202,  Location: 2.25 Mi SW of IH 35E (Lat: 32.986283,  Lng: -96.992950),  Route carried "on" structure: Other road 121,  Year Built: 2006,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,000 (year 2036),  Design Load: HS 20,  Features Intersected: Denton Tap Rd,  Facility Carried by Structure: SRT NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.489,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 9 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: 38.7m (127.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570354702021,  Location: 1.90 Mi SW of IH 35E (Lat: 32.986919,  Lng: -96.985214),  Route carried "on" structure: Other road 121,  Year Built: 2006,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,000 (year 2036),  Design Load: HS 20,  Features Intersected: Draw,  Facility Carried by Structure: SRT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.910,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570354702022,  Location: 1.90 Mi SW of IH 35E (Lat: 32.986628,  Lng: -96.985203),  Route carried "on" structure: Other road 121,  Year Built: 2006,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,000 (year 2036),  Design Load: HS 20,  Features Intersected: Draw,  Facility Carried by Structure: SRT NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.910,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602023,  Location: 2.60 MI NW OF DALLAS C/L (Lat: 33.010572,  Lng: -96.977397),  Route carried "on" structure: Interstate 35,  Year Built: 1939,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 70,035 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.835,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602026,  Location: 0.65 MI NW OF DALLAS C/L (Lat: 32.993864,  Lng: -96.948717),  Route carried "on" structure: Interstate 35,  Year Built: 1939,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 74,860 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: ELM FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.583,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602052,  Location: 2.20 MI N OF SH 121 BUS (Lat: 33.061664,  Lng: -97.013658),  Route carried "on" structure: Interstate 35,  Year Built: 1953,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 114,891 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,630 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.542,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 55.5m (182.1ft),  Out-to-Out Width: 87.2m (286.1ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602053,  Location: 1.90 MI NW OF SH 121 (Lat: 33.052928,  Lng: -97.010536),  Route carried "on" structure: Interstate 35,  Year Built: 1953,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 114,891 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,630 (year 2033),  Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.536,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 85.3m (279.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602056,  Location: 1.45 MI NW OF SH 121 BUS (Lat: 33.046286,  Lng: -97.008681),  Route carried "on" structure: State highway 1171,  Year Built: 1954,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 19,600 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.042,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602079,  Location: 2.60 MI NW OF DALLAS C/L (Lat: 33.010508,  Lng: -96.976972),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 74,860 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 103,920 (year 2030),  Design Load: HS 20,  Features Intersected: TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.834,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602083,  Location: 0.65 MI NW OF DALLAS C/L (Lat: 32.993625,  Lng: -96.948703),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 70,035 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: ELM FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.583,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602179,  Location: 5.40 MI NW OF SH 121 BUS (Lat: 33.100225,  Lng: -97.028114),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 64.77m (212.50ft),  Average Daily Traffic: 61,870 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 95,230 (year 2033),  Design Load: HS 20,  Features Intersected: LEWISVILLE LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.975,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602192,  Location: 4.25 MI NW OF DALLAS C/L (Lat: 33.029950,  Lng: -96.992158),  Route carried "on" structure: ServiceOther road 35,  Year Built: 1981,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 14,460 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,780 (year 2033),  Design Load: HS 20,  Features Intersected: SH 121 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.423,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602193,  Location: 4.25 MI NW OF DALLAS C/L (Lat: 33.030164,  Lng: -96.992711),  Route carried "on" structure: Interstate 35,  Year Built: 1981,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 74,860 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 103,920 (year 2033),  Design Load: HS 20,  Features Intersected: SH 121 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.455,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602194,  Location: 4.25 MI NW OF DALLAS C/L (Lat: 33.029900,  Lng: -96.993197),  Route carried "on" structure: ServiceOther road 35,  Year Built: 1981,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 14,460 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,780 (year 2033),  Design Load: HS 20,  Features Intersected: SH 121 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.423,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602212,  Location: 3.20 MI NW OF DALLAS C/L (Lat: 33.017861,  Lng: -96.983050),  Route carried "on" structure: City street ,  Year Built: 1981,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 75,357 (year 2013),  Average Future Daily Traffic: 75,357 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E,  Facility Carried by Structure: CORPORATE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602213,  Location: 4.25 MI NW OF DALLAS C/L (Lat: 33.030097,  Lng: -96.992947),  Route carried "on" structure: Interstate 35,  Year Built: 1981,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 76,761 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 103,920 (year 2033),  Design Load: HS 20,  Features Intersected: SH 121 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.455,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602224,  Location: 1.10 MI NW OF DALLAS C/L (Lat: 32.996567,  Lng: -96.955003),  Route carried "on" structure: ServiceOther road 35,  Year Built: 1982,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 14,460 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,780 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.323,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602248,  Location: 2.60 MI NW OF DALLAS C/L (Lat: 33.010686,  Lng: -96.976753),  Route carried "on" structure: ServiceOther road 35,  Year Built: 1983,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 14,460 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,780 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602249,  Location: 2.60 MI NW OF DALLAS C/L (Lat: 33.010589,  Lng: -96.978022),  Route carried "on" structure: ServiceOther road 35,  Year Built: 1983,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 6,450 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,030 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.903,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18061001960225,  Location: 2.90 MI NW OF DALLAS C/L (Lat: 33.014772,  Lng: -96.980564),  Route carried "on" structure: Interstate 35,  Year Built: 1983,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 74,860 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.328,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602251,  Location: 2.90 MI NW OF DALLAS C/L (Lat: 33.014408,  Lng: -96.980594),  Route carried "on" structure: Interstate 35,  Year Built: 1983,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 70,035 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.328,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610019602252,  Location: 2.90 MI NW OF DALLAS C/L (Lat: 33.015119,  Lng: -96.980314),  Route carried "on" structure: ServiceOther road 35,  Year Built: 1983,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 5,470 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,660 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.278,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602253,  Location: 2.90 MI NW OF DALLAS C/L (Lat: 33.014061,  Lng: -96.980708),  Route carried "on" structure: ServiceOther road 35,  Year Built: 1983,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 6,450 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,030 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.359,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602262,  Location: 2.20 MI NW OF SH 121 BUS (Lat: 33.056053,  Lng: -97.012397),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 6,000 (year 2014),  Average Future Daily Traffic: 8,000 (year 2034),  Design Load: HS 20,  Features Intersected: IH 35E,  Facility Carried by Structure: VALLEY RIDGE BL WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.02m (46.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602263,  Location: 2.20 MI NW OF SH 121 BUS (Lat: 33.055900,  Lng: -97.011186),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 6,000 (year 2014),  Average Future Daily Traffic: 8,000 (year 2034),  Design Load: HS 20,  Features Intersected: IH 35E,  Facility Carried by Structure: VALLEY RIDGE BL EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.02m (46.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602289,  Location: 1.10 MI NW OF DALLAS C/L (Lat: 32.997208,  Lng: -96.954742),  Route carried "on" structure: Interstate 35,  Year Built: 1996,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 70,035 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.323,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18061001960229,  Location: 1.10 MI NW OF DALLAS C/L (Lat: 32.997503,  Lng: -96.954608),  Route carried "on" structure: Interstate 35,  Year Built: 1996,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 74,860 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.325,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602292,  Location: 1.39 MI NW OF DALLAS C/L (Lat: 33.000342,  Lng: -96.959272),  Route carried "on" structure: ServiceOther road 121,  Year Built: 1995,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.476,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602293,  Location: 1.32 MI NW OF DALLAS C/L (Lat: 32.999333,  Lng: -96.958803),  Route carried "on" structure: ServiceState highway 121,  Year Built: 1995,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.476,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602306,  Location: 0.30 MI SE OF SH 121 (Lat: 32.995897,  Lng: -96.951692),  Route carried "on" structure: Interstate 35,  Year Built: 2006,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 74,860 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: ELM FK TRINITY RIV REL 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.018,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602307,  Location: 0.30 MI SE OF SH 121 (Lat: 32.995622,  Lng: -96.951906),  Route carried "on" structure: Interstate 35,  Year Built: 2006,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 70,035 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,150 (year 2033),  Design Load: HS 20,  Features Intersected: ELM FK TRINITY RIV REL 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.018,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602308,  Location: 1.10 MI NW OF DALLAS C/L (Lat: 32.997553,  Lng: -96.954586),  Route carried "on" structure: Ramp Other road 35,  Year Built: 2006,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 15,300 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,430 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.336,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18061001960231,  Location: 0.3 MI SE OF SH 121 (Lat: 32.995997,  Lng: -96.951608),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2006,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 15,300 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,430 (year 2033),  Design Load: HS 20,  Features Intersected: ELM FK TRINITY RIV REL 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.328,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602312,  Location: 0.30 MI SE OF SH 121 (Lat: 32.995347,  Lng: -96.952119),  Route carried "on" structure: ServiceOther road 35,  Year Built: 2006,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 6,450 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,030 (year 2033),  Design Load: HS 20,  Features Intersected: ELM FK TRINITY RIV REL 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.018,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18061001960232,  Location: 2.25 MI NW OF DALLAS C/L (Lat: 33.006889,  Lng: -96.972200),  Route carried "on" structure: State highway 3040,  Year Built: 1989,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 35,030 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,040 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.712,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610019602372,  Location: IH35E/SH121 INTERCHANGE (Lat: 32.995342,  Lng: -96.965017),  Route carried "on" structure: Other road 121,  Year Built: 2006,  Status: Open,  Structure Length: 115.15m (377.79ft),  Average Daily Traffic: 62,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 80,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH35E L VISTA DR TIMB CR
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 16.190,  Lanes on structure: 3,  Lanes under structure: 21,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Number Of Approach Spans: 5,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602373,  Location: IH35E SH121 INTERCHANGE (Lat: 32.995150,  Lng: -96.964797),  Route carried "on" structure: Other road 121,  Year Built: 2006,  Status: Open,  Structure Length: 118.54m (388.91ft),  Average Daily Traffic: 62,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 80,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH35E L VISTA DR TIMB CR
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 16.158,  Lanes on structure: 3,  Lanes under structure: 21,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 32,  Number Of Approach Spans: 5,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610019602375,  Location: IH 35E/SH121 INTERCHANGE (Lat: 32.998283,  Lng: -96.955664),  Route carried "on" structure: Other road 35,  Year Built: 2006,  Status: Open,  Structure Length: 88.82m (291.40ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,100 (year 2030),  Design Load: HS 20,  Features Intersected: W-S CONN/SH 121,  Facility Carried by Structure: CONNECTOR N-W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.153,  Lanes on structure: 1,  Lanes under structure: 18,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 18,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180610019602376,  Location: IH 35E/SH121 INTERCHANGE (Lat: 32.997822,  Lng: -96.961275),  Route carried "on" structure: Other road 35,  Year Built: 2006,  Status: Open,  Structure Length: 39.75m (130.41ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,100 (year 2028),  Design Load: HS 20,  Features Intersected: IH 35E SBFR/SH 121 NBFR,  Facility Carried by Structure: CONNECTOR E-S
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 23.717,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 66.8m (219.2ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing