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

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Structure Number: 180570043001006,  Location: 1.80 Mi W of IH 635 (Lat: 32.762442,  Lng: -96.652750),  Route carried "on" structure: State highway 352,  Year Built: 1923,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 17,401 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,380 (year 2033),  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.484,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: December 2021

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Structure Number: 180570043001012,  Location: 0.7 MI W OF LAWNVIEW (Lat: 32.766431,  Lng: -96.730489),  Route carried "on" structure: State highway 352,  Year Built: 1965,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 7,032 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,070 (year 2033),  Design Load: H 20,  Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.864,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570043001013,  Location: 0.5 Mi W of Lawnview (Lat: 32.766317,  Lng: -96.726864),  Route carried "on" structure: State highway 352,  Year Built: 1965,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 7,032 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,070 (year 2033),  Design Load: H 20,  Features Intersected: White Rock Creek Rel #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.218,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570043001014,  Location: 0.3 Mi W of Lawnview (Lat: 32.766233,  Lng: -96.723775),  Route carried "on" structure: State highway 352,  Year Built: 1965,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 7,032 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,070 (year 2033),  Design Load: H 20,  Features Intersected: White Rock Creek Rel #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.507,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570043001015,  Location: 0.3 Mi E of Miller (Lat: 32.763492,  Lng: -96.695494),  Route carried "on" structure: State highway 352,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,584 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,230 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.293,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: December 2021

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Structure Number: 180570043001019,  Location: 0.05 Mi E of Dixon (Lat: 32.766339,  Lng: -96.731942),  Route carried "on" structure: State highway 352,  Year Built: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 17,401 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,900 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.011,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: December 2021

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Structure Number: 180570043001021,  Location: 0.5 MI W OF LAWNVIEW (Lat: 32.766097,  Lng: -96.727667),  Route carried "on" structure: State highway 352,  Year Built: 1965,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 7,974 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,070 (year 2033),  Design Load: H 20,  Features Intersected: White Rock Creek Rel #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.218,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570043001022,  Location: 0.3 Mi W of Lawnview (Lat: 32.765994,  Lng: -96.724583),  Route carried "on" structure: State highway 352,  Year Built: 1965,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 7,974 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,070 (year 2033),  Design Load: H 20,  Features Intersected: White Rock Creek Rel #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.507,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570043001044,  Location: 0.2 Mi S of Military Pkwy (Lat: 32.765678,  Lng: -96.682881),  Route carried "on" structure: State highway 12,  Year Built: 1965,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 35,969 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,210 (year 2036),  Design Load: H 20,  Features Intersected: SH 352
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.879,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570044202039,  Location: 1.1 MI N OF IH 20 (Lat: 32.657650,  Lng: -96.823350),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1964,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 1,187 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,662 (year 2040),  Design Load: H 20,  Features Intersected: RICKETTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.492,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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,  Waterway Adequacy: Better than 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

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Structure Number: 18057004420204,  Location: 1.1 MI N OF IH 20 (Lat: 32.658225,  Lng: -96.822592),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1964,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 1,109 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,553 (year 2040),  Design Load: H 20,  Features Intersected: RICKETTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.519,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 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,  Waterway Adequacy: Better than 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

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Structure Number: 180570044202041,  Location: 1.1 MI N OF IH 20 (Lat: 32.657992,  Lng: -96.822839),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 55,122 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 110,243 (year 2040),  Design Load: HS 20,  Features Intersected: RICKETTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.492,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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

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Structure Number: 180570044202042,  Location: 1.4 Mi N of IH 20 (Lat: 32.662322,  Lng: -96.822797),  Route carried "on" structure: City street 232,  Year Built: 1964,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 12,588 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,623 (year 2040),  Design Load: H 20,  Features Intersected: IH 35E,  Facility Carried by Structure: Camp Wisdom Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.817,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202043,  Location: 1.3 MI N OF IH 20 (Lat: 32.660267,  Lng: -96.822603),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 110,243 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 220,486 (year 2040),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.798,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 33 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: 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: November 2021

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Structure Number: 180570044202044,  Location: 0.8 Mi N of IH 20 (Lat: 32.654031,  Lng: -96.823067),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 231 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 231 (year 2040),  Design Load: H 20,  Features Intersected: IH 35E,  Facility Carried by Structure: Kirnwood Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202045,  Location: 0.4 Mi N of IH 20 (Lat: 32.647522,  Lng: -96.823008),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 55,122 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 110,243 (year 2040),  Design Load: HS 20,  Features Intersected: Wheatland Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.349,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 17.7m (58.1ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 180570044202049,  Location: 3.4 MI N of IH 20 (Lat: 32.691144,  Lng: -96.822944),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 97,000 (year 2040),  Design Load: HS 20,  Features Intersected: Ann Arbor Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.195,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  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: 18.0m (59.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.4 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057004420205,  Location: 3.2 MI N of IH 20 (Lat: 32.687883,  Lng: -96.821147),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 4,142 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,799 (year 2040),  Design Load: H 20,  Features Intersected: Fivemile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.810,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than 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

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Structure Number: 180570044202051,  Location: 3.2 MI N of IH 20 (Lat: 32.687767,  Lng: -96.821453),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,450 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,030 (year 2040),  Design Load: H 20,  Features Intersected: Fivemile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.805,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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

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Structure Number: 180570044202053,  Location: 3.1 MI N of IH 20 (Lat: 32.688053,  Lng: -96.824592),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 5,881 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,223 (year 2040),  Design Load: H 20,  Features Intersected: Fivemile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.773,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 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: 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

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Structure Number: 180570044202055,  Location: 2.8 Mi N of IH 20 (Lat: 32.683308,  Lng: -96.822500),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 6,478 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,069 (year 2040),  Design Load: H 20,  Features Intersected: Woody Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.297,  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: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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,  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

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Structure Number: 180570044202056,  Location: 2.8 Mi N of IH 20 (Lat: 32.682992,  Lng: -96.822847),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 52,361 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 104,721 (year 2040),  Design Load: HS 20,  Features Intersected: Woody Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.271,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 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: 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: 180570044202057,  Location: 2.8 Mi N of IH 20 (Lat: 32.682678,  Lng: -96.823436),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 3,191 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,467 (year 2040),  Design Load: H 20,  Features Intersected: Woody Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.247,  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: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202058,  Location: 2.8 Mi N of IH 20 (Lat: 32.682153,  Lng: -96.822472),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,478 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,069 (year 2040),  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.189,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 25.6m (84.0ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 180570044202059,  Location: 2.3 MI N of IH 20 (Lat: 32.674842,  Lng: -96.822283),  Route carried "on" structure: City street 231,  Year Built: 1965,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 12,198 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,077 (year 2040),  Design Load: H 20,  Features Intersected: IH 35E,  Facility Carried by Structure: Laureland Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057004420207,  Location: 0.4 Mi N of IH 20 (Lat: 32.647517,  Lng: -96.823528),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 55,122 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 110,243 (year 2040),  Design Load: HS 20,  Features Intersected: Wheatland Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.349,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 17.7m (58.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570044202071,  Location: 3.4 MI N of IH 20 (Lat: 32.691169,  Lng: -96.823339),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 57,631 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 68,680 (year 2033),  Design Load: HS 20,  Features Intersected: Ann Arbor Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.195,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  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: 18.0m (59.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  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

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Structure Number: 180570044202072,  Location: 1.1 Mi N of IH 20 (Lat: 32.657672,  Lng: -96.823189),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 55,122 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 110,243 (year 2040),  Design Load: HS 20,  Features Intersected: Ricketts Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.492,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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

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Structure Number: 180570044202074,  Location: 2.8 Mi N of IH 20 (Lat: 32.682708,  Lng: -96.823250),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 55,122 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 110,243 (year 2040),  Design Load: HS 20,  Features Intersected: Woody Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.271,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 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: 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: 180570044202075,  Location: 2.4 MI N of Illinois Ave (Lat: 32.748461,  Lng: -96.810081),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 99,209 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,660 (year 2033),  Design Load: HS 20,  Features Intersected: Tenth St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.811,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 1 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: 18.6m (61.0ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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,  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: 18057004420208,  Location: 3.25 MI N of IH 20 (Lat: 32.687917,  Lng: -96.822822),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 52,361 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 104,721 (year 2040),  Design Load: HS 20,  Features Intersected: Fivemile Creek & Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.714,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.83m (42.09ft),  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: 180570044202086,  Location: 0.6 Mi S of IH 20 (Lat: 32.633628,  Lng: -96.823467),  Route carried "on" structure: Interstate 35,  Year Built: 2005,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 48,875 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 97,749 (year 2040),  Design Load: HS 20,  Features Intersected: Danieldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.529,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.3m (83.0ft)

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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202098,  Location: 3.1 Mi N of IH 20 (Lat: 32.687925,  Lng: -96.823242),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 57,631 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 68,680 (year 2033),  Design Load: HS 20,  Features Intersected: Fivemile Creek & Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.714,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 180570044202099,  Location: 3.25 MI N of IH 20 (Lat: 32.687936,  Lng: -96.822717),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 13.50m (44.29ft),  Average Daily Traffic: 97,000 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 194,000 (year 2040),  Design Load: H 20,  Features Intersected: Fivemile Creek & Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.714,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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,  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

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Structure Number: 1805700442021,  Location: 3.1 MI N of IH 20 (Lat: 32.687825,  Lng: -96.823311),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 12,125 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,250 (year 2040),  Design Load: H 20,  Features Intersected: Fivemile Creek & Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.714,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.73m (38.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202414,  Location: IH 35E @ Trinity River (Lat: 32.758056,  Lng: -96.809444),  Route carried "on" structure: Interstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 87.36m (286.61ft),  Average Daily Traffic: 52,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 81,000 (year 2046),  Design Load: HL 93,  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.5m (116.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 17,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202415,  Location: INT of IH 35E & COLORADO (Lat: 32.758900,  Lng: -96.808672),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 19,200 (year 2016),  Average Future Daily Traffic: 26,100 (year 2036),  Design Load: HL 93,  Features Intersected: COLORADO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202416,  Location: IH 35E @ COLORADO BLVD (Lat: 32.759722,  Lng: -96.809722),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 5,400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: LEVEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.9m (127.6ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202417,  Location: IH 35E @ TRINITY RIVER (Lat: 32.760000,  Lng: -96.809722),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 14.32m (46.98ft),  Average Daily Traffic: 7,100 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: TRINITY RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.3m (135.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570044202418,  Location: IH 35E @ RIVERFRONT BLVD (Lat: 32.763669,  Lng: -96.807783),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 91.29m (299.51ft),  Average Daily Traffic: 32,900 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 19,  Length of Maximum Span: 79.2m (259.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 2021,  Deck Structure Type: Concrete Cast-file-Place